中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
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武汉岩土力学研究所 [28]
地质与地球物理研究所 [6]
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期刊论文 [36]
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Revealing the effect of inverse dislocation pileups on the mechanical properties of multi-principal element alloys
期刊论文
OAI收割
JOURNAL OF MATERIALS SCIENCE & TECHNOLOGY, 2024, 卷号: 190, 页码: 155-171
作者:
Shuang, Fei
;
Xue J(薛健)
;
Aifantis, Katerina E.
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收藏
  |  
浏览/下载:4/0
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提交时间:2024/12/02
Multi -principal element alloys
CrCoNi
Inverse dislocation pileup
Strength
Ductility
Stress gradient
Anisotropy of middle-upper crust in the Anninghe-Zemuhe fault zone and its adjacent area and its implications
期刊论文
OAI收割
CHINESE JOURNAL OF GEOPHYSICS-CHINESE EDITION, 2023, 卷号: 66, 期号: 11, 页码: 4533-4551
作者:
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收藏
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浏览/下载:16/0
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提交时间:2024/01/02
Anninghe-Zemuhe fault zone
Crustal anisotropy
Shear-wave splitting
Principal compressive stress
Strength, deformation, and failure characteristics of hollow cylinder sandstone under axial-torsional tests
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 卷号: 82, 期号: 8, 页码: -
作者:
Jiang, Yue
;
Zhou, Hui
;
Lu, Jingjing
;
Gao, Yang
;
Li, Zhen
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收藏
  |  
浏览/下载:96/0
  |  
提交时间:2023/08/02
Axial-torsional test
Hollow cylinder sandstone
Principal stress axis rotation
Rock strength
Deformation characteristics
Crack propagation
Influence of Intermediate Principal Stress on Shear Strength of Natural Granite Residual Soil
期刊论文
OAI收割
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2023, 卷号: 149, 期号: 5
作者:
Liu, Xinyu
;
Zhang, Xianwei
;
Kong, Lingwei
;
Chen, Cheng
;
Yin, Song
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收藏
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浏览/下载:20/0
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提交时间:2023/08/02
Granite residual soil
Intermediate principal stress factor
Strength anisotropy
Hollow-cylinder torsional shear
Undrained shear strength
Mobilized frictional angle
A generalized nonlinear three-dimensional failure criterion based on fracture mechanics
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 卷号: 15, 期号: 3, 页码: 630
作者:
Wang, Zhaofeng
;
Pan, Pengzhi
;
Zuo, Jianping
;
Gao, Yaohui
  |  
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2023/08/02
Intermediate principal stress effect
Rock strength
Fracture mechanics
True triaxial compression
Experimental Study of Hollow-cylinder Sandstone Under Constant Mean Stress Considering the Rotation of Principal Stress Axes
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: -, 期号: -, 页码: -
作者:
Jiang, Yue
;
Zhou, Hui
;
Lu, Jingjing
;
Gao, Yang
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收藏
  |  
浏览/下载:11/0
  |  
提交时间:2023/08/02
Constant mean stress test
Principal stress axes rotation
Hollow-cylinder sandstone
Complex stress path
Mechanical properties
Sensitivity Analysis of Factors Affecting the Stability of Deep Buried Tunnel
期刊论文
OAI收割
SUSTAINABILITY, 2023, 卷号: 15, 期号: 1
作者:
Jiang, Yue
;
Zou, Wendong
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收藏
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浏览/下载:7/0
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提交时间:2023/08/02
deep tunnel
surrounding rock
excavation disturbance
numerical simulation
stress distribution
principal stress orientation
sensitivity analysis
Accumulated plastic strain behavior of granite residual soil under traffic loading
期刊论文
OAI收割
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 卷号: 164, 期号: -, 页码: -
作者:
Yin, Song
;
Liu, Pengfei
;
Kong, Lingwei
;
Zhang, Xianwei
;
Qi, Yujie
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收藏
  |  
浏览/下载:16/0
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提交时间:2023/08/02
Accumulated plastic strain
Hollow cylinder apparatus
Stress path
Accumulated plastic strain model
Principal stress rotation
Water softening characteristics
Undrained dynamic response of naturally high-strength sensitive clay to bidirectional cyclic loadings under the plane strain condition
期刊论文
OAI收割
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 卷号: 163, 期号: -, 页码: -
作者:
Liu, Bingheng
;
Kong, Lingwei
;
Sun, Zhiliang
;
Zhou, Zhenhua
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收藏
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浏览/下载:11/0
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提交时间:2023/08/02
Zhanjiang clay
Cyclic plane strain tests
Cyclic minor principal stress
Permanent major principal strain
Excess pore pressure
Effects of Three-Dimensional Cyclic Stresses on Permanent Deformation of Natural Undisturbed Clay
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 卷号: 22, 期号: 12
作者:
Liu, Bingheng
;
Kong, Lingwei
;
Xu, Guofang
;
Sun, Zhiliang
  |  
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2023/08/02
Natural undisturbed clay
Permanent deformation
Three-dimensional cyclic stresses
True triaxial tests
Coefficient of intermediate principal stress
Stress path